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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE BER | Status: Constructed | ||
| Location: T24S, R5W, Sec. 15, SW SE SW SE | County: Reno | ||
| Directions: from Obee Rd and Long View Rd, 50 feet N and 2000 feet W, Yoder | |||
| Latitude: 37.9555521 | Longitude: -97.8550008 | Datum NAD 27 | |
| Latitude: 37.955566 | Longitude: -97.855331 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.955566 | GPS Longitude: -97.855331 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 70 ft. | Elevation: 1516.04 ft. | |
| Static Water Level: 30.56 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Aug-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: GSI 06S | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: No | ||
| Ground water encountered: 35 ft. | ||
| Bore hole diameter: 8 inches to 70 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 60 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 60 ft to 70 ft | |
| Gravel pack intervals | From: 57 ft to 70 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 54 ft
From: 54 to 57 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 7 ft. | silt with clay, dark brown | |
| From: 7 ft. to 17 ft. | silty lean clay, dark red brown | |
| From: 17 ft. to 40 ft. | lean clay, light red brown, some gravel | |
| From: 40 ft. to 70 ft. | clayey sand, fine to medium, light brown to tan clay | |